1996 Fiscal Year Final Research Report Summary
Elasto-visco-plastic Analysis of Deformation and Failure of Brittle Material by Particle Model
| Project/Area Number |
07455219
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Nagoya University |
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Principal Investigator |
MORI Hiroshi Nagoya Univ. School of Eng. Assoc. Professor, 工学部, 助教授 (80157867)
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| Co-Investigator(Kenkyū-buntansha) |
KUROKAWA Yoshiyuki Nagoya Univ. School of Eng. Research Assoc., 工学部, 助手 (50242839)
TANIGAWA Yasuo Nagoya Univ. School of Eng. Professor, 工学部, 教授 (70023182)
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| Project Period (FY) |
1995 – 1996
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| Keywords | Concrete / Constitutive Model / Elasto-visco-plastic suspension element method / Deformation and Failure behavior / Stress-Strain Relation / Repetitious Stress / High-speed Loading / Failure Simulation |
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| Research Abstract |
In this research, the elasto-visco-plastic analyzes and the experiments with model concretes were carried out to investigate the constitutive law and to establish the general mechanical model for simulating the large deformation or the failure of concrete under various loading. These results will contribute to the development of the rational material design of concrete in future.
The main results obtained by this research can be summarized as follows :
1) The simulation method for failure of concrete by elasto-visco-plastic suspension element method was proposed.
2) The input parameters of analytical model of concrete under various stress were obtain.
3) The simulation method was confirmed for the experimental results with model concretes.
4) The simulation of the behavior of acoustic emission in concrete was carried out by this analytical method.
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